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SINGLE LEAF ACCESS DOOR _ ELECTRIC CABLE HOLDER W/ STAINLESS STEEL 5'-0"x 5'-0" DOUBLE LEAF ACCESS DOOR W/STAINLESS STEEL HARDWARE HARDWARE AND STRESS RELIEF "CHINESE FINGER" W/SAFETY CHAINS BOTH ENDS AND STAINLESS 4" DIP VENT W/(2) DIP-411 JSTEEL HARDWARE. FOR DOOR SWING OPEN (TRUE X 90' BENDS ` "z1 " SS SUPPORT " " HOOK ORIENTATION) SEE PLAN (SHOWN 90' FOR CLARITY) WITH STAINLESS STEEL HARDWARE CLOTH R'OD, � �� OUTSIDE TO BE PAINTED 1 , �� SS UPPER GUIDE BRACKET W/SS 1NCHORS 1 ' 6" CONCRETE PAD BOLTS k A GRADE I I 11 2-N0. 5, T. & E. W/ � 6" CONCRETE PAD GRADE ELEVATION ELEVATION 2'• (MIN) 10" NO. 3 AT 12" TYP. _2" (MIN) . ._" , .a ________________ _ STAINLESS STEEL BRACKET AND WET / 4' TYP MALE DISCONNECT ASSOCIATED HARDWARE TOWE S 8° ( ) NO. 4, 12"-DC VERT 4" COUPLER (BRONZE) SUPPORT PUMP POWER CABLES 2'-0" 5-0" CONIC OPENING 3'-0" 4" FLEX COUPLING " a SET PRECAST TOP SLAB ` caNCRETE 4"z90' BEND 8" T 4" P V 4 DIA SPOOL PIECE rGATE VALVE WITH BOX ON 1 " NON-SHRINK, " r OPENING HDPE 4" C.V. 0. 4 8' -DC HORZ NON-METALLIC GROUT � MOMOR —� —� - - - — — — - - - - _ —� -� - - - - - — —► t PRECAST REINFORCED CONCRETE SS GUIDE RAILS BY TRAP 4 a 12 " \�\\//� PDIS IPE H4R DIA MANHOLE RISER SECTIONS CONTRACTOR AS PER A .; .. / MANUFACTURED IN ACCORDANCE • . PUMP EQUIPMENT $' DIP OR PVC WITH ASTM C 475 1Y MANUFACTURES SHOP a _ DRAWINGS SLOPE FLOOR TO DRAIN AT 1 " PER FOOT ELEV "A" NEOPRENE BOOTN0. 5, 9" OC, EW., F. (STAG)\\ \ 6" (MIN) 3/4" STONE / - - - - - - - - - - - � - FELEV 'B" COMPACT TO " - J AROUND ALL STRUCTURES 12" 1 '- 4" 6'- 0"z 6'-0" 1 '-4" 987. MAXIMUM DENSITY INFLUENT PIPE 7 ' 2" PVC VALVE BOX DRAIN Wi1H P-TRAP LOCATED IN WETWEIL. (DIP OR PVC C-900) B" v r THE LIFT STATION WET WELL SHALL CONFORM (SHOWN 90' FOR CLARITY) (MIN) EF LEV "C• y PAINT INSIDE AND OUTSIDE WALLS AND UNDERSIDE OF TOP SLAB TO THE FOLLOWING SIZE: RUBBER SEAL, FILL JOINTS ELEV "D' < OF WET WELL AND VALVE BOX W/ 2 COATS OF COAL TAR EPDXY w/GROUT _ } WETWELL DIMENSIONS EL %`•. NO. 4. 6" OC LEV 'E"_ w : / . DEPTH (R) DIAMETER (R) 1fi", ; STAINLESS STEEL BOLTS AND 0-10 6 GROUT CORNERS OF WET — T : , / 16" ANCHORS FOR PUMP BASE ON WELL (FULL CIRCLE) o `. / STAINLESS STEEL BASE PLATE 11 -15 8 HEIGHT 2'-4" (TYP) ��/ EF LEV F "' (SEE SECTION 8.078) 16- 20 10 o ELEV 'G* 21 -25 12 6 \ Na. a, s" OC IN CENTER OR AS APPROVED BY IRCDUS ENGINEER. ED Y/\\\ :: . . . ': . • `' . :. . • : , :: ., /,.: , ,.4 . , (SEE PUMP STATION .� s �\T\Yj GENERAL NOTES FOR WET /\ . ' s' 'a ' / r 3• WELL WALL REINFORCING) NOTES 6 (MIN) 3/4" STONE 1 . CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO E COMPACT TO !!56-VOC. E.W. , E.F. ELEVATION PUMP STATIONCONSTRULTION2. SEE NOTES AND PLAN VIEW DRAWING NO. S-13ANDS-1498% MAXIMUM 3. FOR DATA TABLE AND PUMP STATION GENERAL NOTES SEE 2' (MIN) - " (MINIMUM DIA) 2' (MIN) N.T.S. DRAWINGS-15. g SCHEMATIC: NOT INTENDED FOR CONSTRUCTION. 4. STRUCTURE CTURE DIMENSIONSCAL DETAILS SEE VARY UP N-1s. 8 5. FOR ELECT DIMENSIONS MAY DRAWING NAPPROVAL BY THE SEE PROJECT DRAWINGS. IRCDUS DUE TO BOYANOY COMPENSATION OR OTHER REQUIREMENTS. S. GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION. 7. STAINLESS STEEL LIFT NO BAILS SHALL BE USED. gI Y GRINDER PUMPS SHALL BE A MMIMUM OF 10 U HORSE POWER ' ^ p !� UNLESS OTHERWISE APPROVED BY I FISCUS. V J Q INDIAN RIVER COUNTY O 9 ELECTRICAL CONTROL PANAL SHALL CONFORM TO PUMP T'� TYPICAL PUMPING S TA TI 0 N MANUFACTURES NET WITH a S AILS SYSTEM REQUIREMENTS. Z > DEPARTMENT OF Q Z 10.WETWELLSET WITH STAILESS STEEL HARDWARE SHALL LOVER ( PLAN ) 11 LINER FORALLWETWELR SHALL BE HDPE OR FIBERGALSS DE 11 FORK FOR ALL GREATER THAN 12' IN DAIMETER, TOTAL DEPTH Z UTILITIES SERVICES f* a� CANNOT EXCEED 25 . 13. LIFT STATION SHALL BE LOCATED IN A DEDICATED EASEMENT 20W MINIMUM SETBACK FROM HOMES, CUL DE SAC & AWAY FROM SURFACE BODY WATER.